Wiekhorst Bros. Excavating & Equipment Co. v. Ludewig

529 N.W.2d 33, 247 Neb. 547, 1995 Neb. LEXIS 53
CourtNebraska Supreme Court
DecidedMarch 10, 1995
DocketS-93-545
StatusPublished
Cited by27 cases

This text of 529 N.W.2d 33 (Wiekhorst Bros. Excavating & Equipment Co. v. Ludewig) is published on Counsel Stack Legal Research, covering Nebraska Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Wiekhorst Bros. Excavating & Equipment Co. v. Ludewig, 529 N.W.2d 33, 247 Neb. 547, 1995 Neb. LEXIS 53 (Neb. 1995).

Opinion

Lanphier, J.

Appellant, Wiekhorst Brothers Excavating & Equipment Company, brought this civil conspiracy action in the district court for Douglas County, Nebraska, against five individuals employed by the engineering firm of Lamp, Rynearson & Associates, Inc. Appellant claims that the five individuals, for their own personal motives, conspired to intentionally interfere with and destroy appellant’s business by wrongfully, recommending its termination from two sanitary and improvement district storm sewer projects. The district court granted appellees’ motion for summary judgment. We affirm because there is no genuine issue of material fact. Appellees acted at all material times within the scope of their employment. As a matter of law, they therefore cannot be liable individually for conspiracy. We further hold that the district court did not err in admitting certain affidavits over appellant’s hearsay objections.

FACTS

This case involves a dispute between a contractor and five employees of an engineering firm. Appellant, Wiekhorst Brothers Excavating & Equipment Company, brought this action against appellees, Otto Ludewig, Michael McMeekin, Brett Wawers, Jeff Ray, and Loren Steenson, in their individual *549 capacities. The appellees are all employees of the engineering firm Lamp, Rynearson & Associates, Inc. (LRA).

LRA was employed as a design engineer on two unrelated projects by two sanitary and improvement districts (SID’s) located in Douglas County. SID No. 337 employed LRA to design and assist in the construction of a public improvement, Storm Sewer Section I, within the Nelson Creek Subdivision in 1986. That same year, SID No. 291 employed LRA to design and assist in the construction of public improvements in the Pacific Meadows Subdivision.

LRA’s duties required it to prepare the plans and specifications for the projects to be constructed by the two SID’s. LRA’s duties also included the preparation of contract documents and handling of the public bid-letting. In addition, LRA was required to ensure that the construction of the public improvements complied with the plans and specifications and the contract documents.

Appellee Ludewig was vice president and director of LRA and was the head of its construction administration division. Appellee McMeekin was the head of LRA’s civil engineering department. Steenson was a civil engineer and was the project engineer for SID No. 337. Wawers was an engineer and was Ludewig’s chief assistant in the construction administration division. Ray was an engineer and was LRA’s construction observer on the SID No. 337 project.

Appellant was the low bidder for Storm Sewer Section I of SID No. 337. Storm Sewer Section I involved the construction of a storm sewer following the alignment of a tree-lined intermittent creek. Preserving the greatest number of trees possible was considered essential to the project, which centered around maintaining the natural beauty of the subdivision.

Appellees allege that the quality of appellant’s work suffered from the beginning of the project. Some of these allegations are recounted below with appellant’s responses.

Appellee Steenson avers that he observed several problems. The pipes were not properly aligned either vertically or horizontally, dirt was being removed from adjacent building lots, and trees marked for preservation were being damaged or destroyed. Appellant admits that it damaged and removed trees *550 which were marked to be saved, but claims that it was going to compensate the developer by paying liquidated damages. Appellant admits that it removed substantial amounts of dirt from adjacent building lots, but states that it was going to replace the dirt at a later time.

Part of the project called for 72-inch equivalent horizontal elliptical reinforced concrete pipe. The 72-inch pipe was difficult to lay. It is elliptical and therefore relatively flat on both the top and the bottom. One end of the pipe has a male coupler and the other end of the pipe has a female coupler. Those sections must be pushed together to make a tight fit. A number of the sections had unacceptable gaps, in excess of 1 inch. Appellant was repeatedly asked to fix the gaps by pouring concrete collars around the joints. Prior to fixing the gaps and pouring concrete collars, appellant covered the pipe with dirt, including most of the defective pipe. Appellant admits that many of the joints between the pipes were faulty, but states that it was going to go back and fix the joints at a later time.

The contract required the pipe to be laid on a crushed rock bed, and the pipe and the rock bed to be encased in a geotechnical cloth material to provide stability to the pipe sections. Ludewig called Michael Siedschlag from Geotechnical Services, Inc., and Scott Wiekhorst to the jobsite on October 17, 1986. Siedschlag determined that appellant was not laying the rock bed correctly and that water was not being pumped from the trench. Siedschlag suggested several corrective measures, none of which were taken by appellant.

On or about November 3, 1986, vandals damaged most of the pipe remaining to be laid. Ludewig; the concrete supplier, Hydro Concrete; and Scott Wiekhorst met. Ludewig concluded that the problem could be corrected by turning over the pipe and repairing the top part. When Ludewig returned to the jobsite later in the day, he discovered that appellant was merely throwing the pipe into the trench and was not repairing the broken portion of the pipe.

A survey of the site was performed on or about November 3, 1986, and it was determined that the storm sewers were off line horizontally and vertically. Appellant admits that the storm sewer pipe was out of vertical and horizontal alignment but *551 blames LRA for specifying the wrong amount of rock base and improper staking.

Ludewig and LRA’s president and a member of its board of directors, Gary Kathol, discussed the problems and determined to contact the representatives of SID No. 337. A meeting was held at LRA on November 4, 1986. The meeting included Kathol and appellees Ludewig, McMeekin, Steenson, and Wawers. In attendance were Pat Jacobs, chairman of SID No. 337, Steve Jacobs, clerk of the SID, and John Rickerson, attorney for the SID.

The various problems were discussed. According to appellees’ affidavits, Ludewig suggested that appellant be given an opportunity to cure the defects, but also stated that it was his opinion that appellant did not have the capability and/or willingness to make the necessary corrections. All of LRA’s employees agreed that some action had to be taken and that termination was justified from an engineering standpoint. Rickerson, the SID’s attorney, stated that he believed that immediate termination was justified under the circumstances. Some discussion was had as to whether the contract required notification of the defects and time to cure prior to termination. Based upon LRA’s opinion that permissible grounds for termination existed, and with the legal advice of its attorney, SID No. 337 terminated appellant from the job.

LRA encountered difficulties with appellant a second time in 1986 on another SID project. LRA was the engineer for a storm sewer project to be constructed by SID No. 291, and appellant was the successful bidder.

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Cite This Page — Counsel Stack

Bluebook (online)
529 N.W.2d 33, 247 Neb. 547, 1995 Neb. LEXIS 53, Counsel Stack Legal Research, https://law.counselstack.com/opinion/wiekhorst-bros-excavating-equipment-co-v-ludewig-neb-1995.